SERO-23-01 Storage Building Construction Documents.pdf

PDF 4 MB Posted Apr 29, 2024

Attached to: 23WHM SERO Storage Building - Mechanical
Solicitation number: 6100060990
Issued by: Berks County, Reese CDP, Pennsylvania

About this file

Written by GovTribe AI · Apr 29, 2024

This document contains construction documents for a new 40' x 80' storage building for the Pennsylvania Game Commission's Southeast Regional Office in Maidencreek Township, Berks County, Pennsylvania. The project includes the construction of a pole building with a 12' wide covered canopy, metal siding and roof, concrete floor, insulation, interior wall finishes, doors, windows, HVAC, electrical, plumbing, and other building systems and appurtenances.

The contract consists of four parts: General Construction, Mechanical Construction, Plumbing Construction, and Electrical Construction. Bids are solicited electronically for this project. No specific bid due date or award date is provided, but the construction documents indicate the project is for SERO-23-01. The contract term is not specified.

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SERO-23-01 New Storage Building Specifications.pdf	PDF	Apr 29, 2024
Addendum No 1.pdf	PDF	Apr 29, 2024

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PENNSYLVANIA GAME COMMISSION

PROJECT NO. PGC-SERO-23-01

SOUTHEAST REGIONAL OFFICE

NEW 40' X 80' STORAGE BUILDING

MAIDENCREEK TOWNSHIP, BERKS COUNTY, PENNSYLVANIA

CONTRACT NO. 1: GENERAL CONSTRUCTION

CONTRACT NO. 2: MECHANICAL CONSTRUCTION

CONTRACT NO. 3: PLUMBING CONSTRUCTION

CONTRACT NO. 4: ELECTRICAL CONSTRUCTION

SITE PLAN GENERAL NOTES:

1. UTILITY LINE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. UNDERGROUND

TELEPHONE, ELECTRIC, GAS, SANITARY SEWER, WATER AND STORMWATER DRAINAGE LINES

MAY BE PRESENT AT SOME WORK LOCATIONS. FIELD VERIFICATION IS REQUIRED PRIOR TO

ANY CONSTRUCTION. CONTACT PA ONE CALL AND COMPLY WITH ACT 287 (AS AMENDED)

REGARDING LOCATIONS OF UNDERGROUND UTILITIES.

2. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CONDUCTED IN ACCORDANCE WITH

THE REQUIREMENTS OF PENNDOT, THE LOCAL MUNICIPALITY AND THE CONTRACT

DOCUMENTS.

3. CONTRACTOR SHALL COORDINATE WITH AFFECTED UTILITY COMPANIES IN THE EVENT ITEMS

SUCH AS TEMPORARY POLE SUPPORT IS REQUIRED. THIS WORK SHALL BE COMPLETED AT NO

ADDITIONAL COST TO THE OWNER.

4. EXISTING DRAINAGE FACILITIES SHALL REMAIN INTACT DURING CONSTRUCTION, UNLESS

OTHERWISE DIRECTED BY THE ENGINEER.

5. ALL AREAS DISTURBED BY THE CONSTRUCTION WORK SHALL BE RESTORED IN ACCORDANCE

WITH THE CONTRACT DOCUMENTS TO THEIR ORIGINAL CONDITION OR BETTER.

6. ALL DISTURBED AREAS NOT RECEIVING OTHER SURFACE TREATMENT SHALL BE GRADED,

SEEDED, AND MULCHED.

7. CONTRACTOR SHALL REFER TO CONTRACT DOCUMENTS FOR SOIL EROSION &

SEDIMENTATION CONTROL PLAN REQUIREMENTS.

8. MAINTAIN ACCESS TO DRIVEWAYS AND ENTRANCES LOCATED ALONG THE PROJECT.

9. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION VEHICLES (INCLUDING MATERIAL

SUPPLIER VEHICLES) LEAVING THE PROJECT AREA HAVE MUD BUILDUP REMOVED FROM THE

TIRES BEFORE EXITING ONTO PAVED ROADWAYS. ALL MUD TRACKED ONTO PAVED

ROADWAYS SHALL BE IMMEDIATELY REMOVED FROM THE ROADWAY.

PENNSYLVANIA GAME COMMISSION

BERKS COUNTY

SERO-23-01PROJECT NO.

DATE:

SHEET NO.

MAIDENCREEK TOWNSHIP SOUTHEAST REGIONAL OFFICE

REVISIONS

NEW 40' x 80' STORAGE BUILDING

DRAWN BY:

2/12/2024

M. SPOTTS

CS-1 COVER SHEET

SP-1 EXISTING BUILDING SITE PLAN

SP-2 BUILDING SITE PLAN & DETAILS

A-1 BUILDING FLOOR PLAN & DETAILS

A-2 ELEVATIONS, SECTIONS, SCHEDULES & REFLECTED CEILING PLAN

A-3 WALL SECTION & DETAILS

A-4 WALL SECTION & DETAILS

A-5 ENLARGED PLAN & ELEVATIONS

P-1 PLUMBING FLOOR PLAN, ELEVATIONS & DETAILS

M-1 MECHANICAL FLOOR PLAN & DETAILS

E-1 ELECTRICAL FLOOR PLAN, SCHEDULES & DETAILS

DRAWING INDEX

PROJECT VICINITY MAP

NOT TO SCALE

= GEO N40.440765, -75.910772°W

PROJECT LOCATION

SOUTHEAST REGIONAL OFFICE

253 SNYDER ROAD

READING, PA 19605

MAIDENCREEK TOWNSHIP, BERKS

COUNTY

PROJECT MAP

NOT TO SCALE

BUILDING CODE SUMMARY

Code: International Building Code, 2018 edition

Scope:Construction of a new 40' x 80' Storage Building for the Southeast Regional Office in Maidencreek Township, Berks County. The new building shall include accommodations for PGC staff and storage of equipment and material to complete research on wildlife species

Summary:

Use & Occupancy Group: 304.1 B Building occupied portion for Office

3.11.1 S-1, Building portion used for Storage

Construction Type: VB (Table 601) New Building Area: 3,200 s.f.

Allowable Area: 9,000 s.f. (Table 506.2) Building Stories: 1 Story, No basement, Allowable Stories: 1 Table 504.4) Fire Protection: No fire suppression, not required.

Fire Extinguishers: Units of “A” = 3,200 / 1,500 = 2.13 ~ 3 (Table 906.3(1)) Fire extinguisher shall be provided at each of the two building exits and one at the opposite end of building near OH door.

Occupant Load: Buisness, Occupancy Factor = 150 gross 552 S.F./150 = 3.68 ~ 4 persons Storage, Occupancy Factor = 300 gross 2,648 S.F./300 = 8.82 ~ 9 persons

Egress Width: 13 x 0.2 inches = 2.6 inches min. (1005.3.2).

Means Of Egress: 3 Exits provided = 114 inches; 1 required (Table 1006.3.3(2)) Accessibility: All building features shall be fully ADA complaint in accordance with the

2018 IBC Chapters 11- Accessibility and ICC A117.1-2017.

Energy Efficiency: Building to be fully heated and air conditioned. Building envelope, HVAC system and lighting systems shall comply with all International Conservation Code (ICC) applicable provisions.

Plumbing Fixture(s): 2018- IPC Chapter 4 Fixtures, Faucets and Fixture Fittings Section 403.2, Seperate Facilities (Exceptions 2) - Seperate Facilities not required.

Section 410.2, Drinking Fountains Small Occupancies - Drinking Fountain not required.

COVER SHEET

CS-1

Site

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

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SE-6

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NC-3

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NE-5

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SC-4

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SW-2

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Concrete Monument Set

Point

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EXISTING SITE PLAN

SCALE: 1" = 20'-0"

s s s s s s s s s s s s s s w w w w w w w w w w w w

E w w w w w w

99.50 EXISTING

100.00 PAD ELEV

321.71'

EXISTING BF ELEV.

319.13'

319.79'

317.21'

317.79'

318.13'

318.54'

319.63 E

320.54'

319.54'

320.38'

320.54'

320.29'

319.04

PROJECT VICINITY MAP

NOT TO SCALE

EXISTING BUILDING SITE PLAN

SP-1

PENNSYLVANIA GAME COMMISSION

BERKS COUNTY

SERO-23-01PROJECT NO.

DATE:

SHEET NO.

MAIDENCREEK TOWNSHIP SOUTHEAST REGIONAL OFFICE

REVISIONS

NEW 40' x 80' STORAGE BUILDING

DRAWN BY:

2/12/2024

M. SPOTTS

Site

AutoCAD SHX Text Adjoiner Line & Concrete Monument Set

AutoCAD SHX Text Row Acreage & Concrete Monument Found

AutoCAD SHX Text 4" Schedule 40 PVC Electric Feed Conduit

AutoCAD SHX Text State Route 1001 Snyder Road 46.5' Right-Of-Way

AutoCAD SHX Text T-772 (Maidencreek Township) T-746 (Ontelaunne Township) Dries Road 48.5' Right-Of-Way

AutoCAD SHX Text

48.5' ROW

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46.5' ROW

AutoCAD SHX Text Maidencreek Township Berks County

AutoCAD SHX Text Ontelaunee Township Berks County

AutoCAD SHX Text Pennsylvania Game Commission Contract # 1601 Property ID/UPI: 61541005187732 Deed Instrument # 2013035430 MB: 258 PG: 65

AutoCAD SHX Text N/F Accb Reading RE LLC. Property ID/UPI: 61541006297152

AutoCAD SHX Text N/F 113 Dries Road LLC. Property ID/UPI: 61541005188483

AutoCAD SHX Text N/F Thomas & Bonnie Valentine Property ID/UPI: 68541005183399

AutoCAD SHX Text N/F Michael Alia Emery Property ID/UPI: 68541005184548

AutoCAD SHX Text N/F Linda Fritzinger Property ID/UPI: 68541005184825

AutoCAD SHX Text N/F James & Susan Younker Property ID/UPI: 61541005292820

AutoCAD SHX Text Dumpster

AutoCAD SHX Text Driveway

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AutoCAD SHX Text Channel Post Set Online

AutoCAD SHX Text N 53°33'31" E 244.31'

AutoCAD SHX Text S 47°29'51" E 349.57'

AutoCAD SHX Text N 22°12'50" W 226.96'

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AutoCAD SHX Text N 22°45'42" W 64.43'

AutoCAD SHX Text N 22°44'29" W 207.32'

AutoCAD SHX Text N 53°40'01" E 291.58'

AutoCAD SHX Text 29.65'

AutoCAD SHX Text S 47°40'30" E

AutoCAD SHX Text Storm Drainage Easement

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ELEC

AutoCAD SHX Text Pennsylvania

AutoCAD SHX Text Game Commission

AutoCAD SHX Text Sign

AutoCAD SHX Text N:408953.1458

AutoCAD SHX Text E:2480326.4165

AutoCAD SHX Text N:408562.4374

AutoCAD SHX Text E:2480205.7341

AutoCAD SHX Text Remote Switching Station with buried facilities Right-Of-Way agreement Commonwealth Telephone Co. & Genral Public Utilities Book: 3260 Pg: 1144

AutoCAD SHX Text Electric Box

AutoCAD SHX Text Property Boundary Corner #

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GPU 51161 40847 175M

AutoCAD SHX Text

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GPU 51151 0879

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CTCO JC 1

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MET ED 51174-40859 25T

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CTCO JC 1.25

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AutoCAD SHX Text Bituminous Pavement

AutoCAD SHX Text MET ED 51176-40889 40T 3.12' from Con Mon

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

AutoCAD SHX Text 66.95'

AutoCAD SHX Text 32.04'

AutoCAD SHX Text 82.25'

AutoCAD SHX Text 35.64'

AutoCAD SHX Text Ontelaunee Township Berks County

AutoCAD SHX Text Maidencreek Township Berks County

AutoCAD SHX Text S 67°47'10" W 408.74' (Total)

AutoCAD SHX Text Brick Building

AutoCAD SHX Text Metal Building

AutoCAD SHX Text 158.31'

AutoCAD SHX Text 90.07'

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AutoCAD SHX Text Limit Of Storm Drainage Easement

AutoCAD SHX Text Crushed Stone Parking Area

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AutoCAD SHX Text Right of way

AutoCAD SHX Text Township Boundary

AutoCAD SHX Text Property Line & Corner

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LEGEND

AutoCAD SHX Text Storm Drain

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AutoCAD SHX Text Water Valve

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AutoCAD SHX Text Hydrant

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AutoCAD SHX Text 1" Gas Line Feed

AutoCAD SHX Text 4" Schedule 40 PVC Electric Feed Conduit

AutoCAD SHX Text Radio Tower

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ELEC

AutoCAD SHX Text Electric Meter

AutoCAD SHX Text

AutoCAD SHX Text Property Boundary Corner #

AutoCAD SHX Text Sanitary Sewer Manhole

AutoCAD SHX Text Limit Of Storm Drainage Easement

AutoCAD SHX Text Accessible Parking

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AUSTIN D. KIEFFER

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No.

Concrete Monument Set

Point

Concrete Monument Found

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PROPOSED SITE PLAN

SCALE: 1" = 20'-0"

w w w s s s s s s s s s s s s s s w w w w w w w w w w w w

A L I G N

PROPOSED NEW 4" PVC SANITARY

LINE AND EXTERIOR CLEANOUT.

EXTEND AS REQUIRED AND TIE

INTO EXISTING SANITARY LINE.

NEW SANITARY LINE TO HAVE A

MINIMUM 14":12: SLOPE.

5'-0" FROM

CORNER POST

TO EXISTING SETBACK LINE

SHADED AREA INDICATES EXISTING PAVED PARKING

AREA AS INDICATED COMPLETE WITH FILL AND

REGRADING AS REQUIRED. PROVIDE SAWCUT JOINT

AT EXISTING PAVED AREA AND BLEND ELEVATIONS AS

REQUIRED TO PROVIDE POSITE SLOPE AWAY FROM

STRUCTURE AND TOWARDS STORM WATER INLET.

EXTEND EXISTING STONE BUILDING PAD AND PROVIDE

REGRADING AS REQUIRED BY NEW BUILDING FOOTPRINT.

PROVIDE 5'-0" MINIMUM EXTENSION OF STONE PAD AT

REAR OF BUILDING AS INDICATED.

SHADED AREA INDICATES NEW PAVED PARKING AREA

OVER EXISITNG STONE PAD BASE. PROVIDE SAWCUT

JOINT AT EXISTING PAVED AREA AND BLEND

ELEVATIONS AS REQUIRED.

w w w w w w

PROVIDE SAWCUT JOINT AT EXISTING PAVED

AREA AND BLEND ELEVATIONS OF NEW PAD AND

EXISTING PAVING AS REQUIRED TO PROVIDE

POSITIVE SLOPE AWAY FROM STRUCTURE AND

TOWARDS STORM WATER INLET.

4" SCHEDULE 40 PVC DRAIN LEADER EXTENDED APPROX.

50'-0" FROM BUILDING. DISCHARGE TO GRADE ON

STONE RIPRAP AND PROVIDE RODENT SCREEN.

6" SDR 35 RAINWATER LEADER EXTENDED

APPROXIMATELY 25'-0". DISCHARGE TO GRADE ON

STONE RIPRAP AND PROVIDE RODENT SCREEN.

54'-0"

20'-0"

5'-6"

RADIUS

PROPOSED LANDSCAPE BLOCK RETAINING WALL AS

INDICATED COMPLETE WITH STONE FILL TO ALLOW

FOR DRAINAGE ADJACENT TO CONCRETE SLAB AND

RETAINING WALL. PROVIDE FOUNDATION DRAIN

ALONG PERIMETER OF RETAINING WALL AND EXTEND

AND DISCHARGE TO GRADE. SEE SECTION & FLOOR

PLAN FOR ADDITIONAL DETAILS

PRO

SED

NEW

TOR./R

ESEAR

CH BUILD

ING

3,200 S.F.

F.F

. EL

EV. 3

20.64'

319.13'

319.79'

317.21

320.54'

319.54'

320.38'

320.54'

320.29'

317.79'

318.13'

318.54'

319.04

320.51'

TOP OF WALL

319.63

79'-0"

VERIFY IN FIELD

PROPOSED

COMPOST

FILTER SOCK

1:12 SLOPE

4":12" SLOPE

APPROXIMATE

FINISHED GRADE.

(1 ) B

-0 " X

-0

RETAINING WALL

BLOCK UNITS.

RETAINING WALL

BLOCK UNIT CAP.

4" PVC PREFORATED FOUNDATION DRAIN ALONG

PERIMETER OF RETAINING WALL. EXTEND UNDER WALL

AND EXTEND TO GRADE AND DISCHARGE AS REQUIRED.

4" MINIMUM THICKNESS 2B, #57 CLEAN

FILL COMPACTED SUBBASE.

6" (PENNDOT CLASS AA 3500) CONCRETE SLAB

WITH 6X6XW2.9XW2.9 W.W.F. OVER 4" MIN. THK.

2A MODIFIED SUB BASE. PROVIDE 14":12"

POSITIVE SLOPE AWAY ROM STRUCTURE.

PROVIDE 2B, #57 CLEAN BACKFILL AGAINST

RETAINING WALL AS INDICATED WITH MINIMUM

12" DEPTH OF OVERDIG.

12" MINIMUM THICKNESS 2B, #57 CLEAN

FILLED STONE TYPICAL AROUND ENTIRE

RETAINING WALL AND ADJACENT TO NEW

CONCRETE SLAB.

3'-0"

RETAINING WALL SECTION

SCALE: 1" = 1'-0"

SP-2

MINIMUM OF ONE BURIED

BLOCK EXTENDED INTO

SLOPE TO PREVENT EROSION

APPROXIMATE FINISHED GRADE.

RETAINING WALL BLOCK

COMPLETE WITH TOP CAP.

4" MINIMUM THICKNESS 2B, #57 CLEAN

FILL AS SUBBASE AS STEPPED AS

REQUIRED BY GRADE & RETAINING WALL.

STEP UP BASE COURSE DETAIL

SCALE: 1" = 1'-0"

RETAINING WALL

PROJECT VICINITY MAP

NOT TO SCALE

PENNSYLVANIA GAME COMMISSION

BERKS COUNTY

SERO-23-01PROJECT NO.

DATE:

SHEET NO.

MAIDENCREEK TOWNSHIP SOUTHEAST REGIONAL OFFICE

REVISIONS

NEW 40' x 80' STORAGE BUILDING

DRAWN BY:

2/12/2024

M. SPOTTS

BUILDING SITE PLAN & DETAILS

SP-2

Site

AutoCAD SHX Text State Route 1001 Snyder Road 46.5' Right-Of-Way

AutoCAD SHX Text T-772 (Maidencreek Township) T-746 (Ontelaunne Township) Dries Road 48.5' Right-Of-Way

AutoCAD SHX Text

48.5' ROW

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46.5' ROW

AutoCAD SHX Text Maidencreek Township Berks County

AutoCAD SHX Text Ontelaunee Township Berks County

AutoCAD SHX Text Pennsylvania Game Commission Contract # 1601 Property ID/UPI: 61541005187732 Deed Instrument # 2013035430 MB: 258 PG: 65

AutoCAD SHX Text N/F Accb Reading RE LLC. Property ID/UPI: 61541006297152

AutoCAD SHX Text N/F 113 Dries Road LLC. Property ID/UPI: 61541005188483

AutoCAD SHX Text N/F Thomas & Bonnie Valentine Property ID/UPI: 68541005183399

AutoCAD SHX Text N/F Michael Alia Emery Property ID/UPI: 68541005184548

AutoCAD SHX Text N/F Linda Fritzinger Property ID/UPI: 68541005184825

AutoCAD SHX Text N/F James & Susan Younker Property ID/UPI: 61541005292820

AutoCAD SHX Text Dumpster

AutoCAD SHX Text Driveway

AutoCAD SHX Text

AutoCAD SHX Text Driveway

AutoCAD SHX Text

AutoCAD SHX Text Channel Post Set Online

AutoCAD SHX Text N 53°33'31" E 244.31'

AutoCAD SHX Text S 47°29'51" E 349.57'

AutoCAD SHX Text N 22°12'50" W 226.96'

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AutoCAD SHX Text 33.56'

AutoCAD SHX Text S 67°45'31" W

AutoCAD SHX Text N 22°45'42" W 64.43'

AutoCAD SHX Text N 22°44'29" W 207.32'

AutoCAD SHX Text N 53°40'01" E 291.58'

AutoCAD SHX Text 29.65'

AutoCAD SHX Text S 47°40'30" E

AutoCAD SHX Text Storm Drainage Easement

AutoCAD SHX Text

ELEC

AutoCAD SHX Text Pennsylvania

AutoCAD SHX Text Game Commission

AutoCAD SHX Text Sign

AutoCAD SHX Text N:408953.1458

AutoCAD SHX Text E:2480326.4165

AutoCAD SHX Text N:408562.4374

AutoCAD SHX Text E:2480205.7341

AutoCAD SHX Text Remote Switching Station with buried facilities Right-Of-Way agreement Commonwealth Telephone Co. & Genral Public Utilities Book: 3260 Pg: 1144

AutoCAD SHX Text Electric Box

AutoCAD SHX Text

GPU 51161 40847 175M

AutoCAD SHX Text

GPU 51161 40857

AutoCAD SHX Text

GPU 51151 0879

AutoCAD SHX Text

CTCO JC 1

AutoCAD SHX Text

MET ED 51174-40859 25T

AutoCAD SHX Text

CTCO JC 1.25

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CTCO JC 2

AutoCAD SHX Text Bituminous Pavement

AutoCAD SHX Text MET ED 51176-40889 40T 3.12' from Con Mon

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

AutoCAD SHX Text 66.95'

AutoCAD SHX Text 32.04'

AutoCAD SHX Text 82.25'

AutoCAD SHX Text 35.64'

AutoCAD SHX Text Ontelaunee Township Berks County

AutoCAD SHX Text Maidencreek Township Berks County

AutoCAD SHX Text S 67°47'10" W 408.74' (Total)

AutoCAD SHX Text Brick Building

AutoCAD SHX Text Metal Building

AutoCAD SHX Text 158.31'

AutoCAD SHX Text 90.07'

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PGC

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AutoCAD SHX Text 4" Schedule 40 PVC Electric Feed Conduit

AutoCAD SHX Text Limit Of Storm Drainage Easement

AutoCAD SHX Text 2" Schedule 40 PVC Voice/Data Feed Conduit

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AutoCAD SHX Text Edge Of Pave

AutoCAD SHX Text Adjoiner Line & Concrete Monument Set

AutoCAD SHX Text Right of way

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AutoCAD SHX Text Property Line & Corner

AutoCAD SHX Text Row Acreage & Concrete Monument Found

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text Storm Drain

AutoCAD SHX Text Set Back Line

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Utillity Pole

AutoCAD SHX Text Hydrant

AutoCAD SHX Text Light Pole

AutoCAD SHX Text

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AutoCAD SHX Text 1" Gas Line Feed

AutoCAD SHX Text 4" Schedule 40 PVC Electric Feed Conduit

AutoCAD SHX Text Radio Tower

AutoCAD SHX Text

ELEC

AutoCAD SHX Text Electric Meter

AutoCAD SHX Text

AutoCAD SHX Text Property Boundary Corner #

AutoCAD SHX Text Structure

AutoCAD SHX Text Sanitary Sewer Manhole

AutoCAD SHX Text Limit Of Storm Drainage Easement

AutoCAD SHX Text Accessible Parking

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MIN. ABOVE GRADE

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

F.E. F.E.

HVAC UNIT

12'-0"

ROUGH OPENING

12'-0"

ROUGH OPENING

12'-0"

ROUGH OPENING

14'-0"

ROUGH OPENING

79'-9"

OUT TO OUT OF POSTS

7'-1012" 8'-0" 8'-0" 8'-0"

19'-9" 12'-1"

312"

7' -0

12'-1"

7'-1012"

5' -0

-1

2" 8'

-0

8' -0

'-9

2'-0"3'-412"

R.O.

7'-1012"8'-0"13'-13 4" 13'-13

4" 13'-13 4"

3'-412"

R.O.

7'-4" 15'-13 4"

6' -6

WASHER

N.I.C.

DRYER

N.I.C.

ROD/SHELF

8'-0" 8'-0"

6' -0

ATSELEC.

PANEL

B24

B21

B24

B21

3' -1

O. A2

2'-0"

45°

SLOPE PARKING SLAB

4 ":12" MAX.

F.E.

4' -8

12'-0"10'-0"

91'-9"

7' -1

'-1

7' -1

6' -0

-0

7' -1

5' -1

SLOPE

8" : 12" MIN.

SLOPE

8" : 12" MIN.

WALK-IN COOLER

(FUTURE SHOWN DOTTED)

10'X12'

WALK-IN FREEZER

(FUTURE SHOWN DOTTED)

10' X11'

WALK-IN FREEZER

(FUTURE SHOWN DOTTED)

11'X10'

SLOPE

4" : 12" MAX.

HWH

MECHANICAL

BATH

RESEARCH

WORK AREASHOP AREA

(APPROX. 759 SQ. FT.)(APPROX. 1,789 SQ. FT.)

607 606 605 604 602603 601 602601

SLOPE

4" : 12" MIN.

SLO

1 4" : 1

2" M

IN.

SLOPE

14 " : 12" M

IN.

SLOPE

14 " : 12" M

IN.

SLOPE

14 " : 12" M

IN.

8'-0"8'-0"8'-0"

SLOPE

E SLOPE

SLOPE SL

7'-7"

2' -0

1'-6"

MIN.

FLOOR PLAN

SCALE: 1/4" = 1'-0"

'-5

OUTSIDE

CONDENSER

UNIT

E 1 4"

: 1 2"

E 1 4"

: 1 2"

6'-0"

OUTSIDE

CONDENSER

UNIT

HVAC UNIT

4' -8

E2MECHANICAL

8'-1"

6' -9

A A

F1 F1 F1 F2

SLOPE 18" PER FT. MIN.

8' -0

SLOPE 1

8 ":12" MIN.

PROJECT

NORTH

TRUE

NORTH

HANDICAPPED VAN ACCESSIBLE

PARKING SIGN MOUNTED ON COOLER.

SEE DETAIL FOR HEIGHTS.

WALL LEGEND:

2"X4" WOOD STUDS @ 16" O.C. EXTEND TOP OF WALL TO 10'-0" A.F.F. PROVIDE 12" OSB OR PLYWOOD SHEATHING WITH FRP (FIBERGLASS REINFORCED WALL PANELS) WALL FINISH EXTENDED TO 8'-0" A.F.F. TYPICAL FOR BOTH SIDES.

2"X6" WOOD STUDS @ 16" O.C. EXTEND TOP OF WALL TO 10'-0" A.F.F. PROVIDE 12" OSB OR PLYWOOD SHEATHING WITH FRP (FIBERGLASS REINFORCED WALL PANELS) WALL FINISH EXTENDED TO 8'-0" A.F.F. TYPICAL FOR BOTH SIDES.

2"X4" WOOD STUDS @ 16" O.C. EXTEND TO UNDERSIDE OF ROOF TRUSSES (APPROX ±13'-9"). PROVIDE 12" OSB OR PLYWOOD SHEATHING WITH FRP (FIBERGLASS REINFORCED WALL PANELS) WALL FINISH EXTENDED TO 8'-0" A.F.F. TYPICAL FOR RESEARCH, BATH, STORAGE & MECHANICAL ROOM SIDES. PROVIDE 12" OSB OR PLYWOOD SHEATHING FULL HEIGHT WITH FRP FINISH EXTENDED TO 8'-0" A.F.F. AND METAL SIDING ABOVE EXTENDED TO METAL CEILING.(WORK AREA SIDE).

2"X4" WOOD STUDS @ 16" O.C. EXTEND TO UNDERSIDE OF ROOF TRUSSES (APPROX ±13'-9"). PROVIDE 12" OSB OR PLYWOOD FULL HEIGHT SHEATHING WITH FRP (FIBERGLASS REINFORCED WALL PANELS) WALL FINISH EXTENDED TO 8'-0"

AND METAL SIDING ABOVE EXTENDED TO METAL CEILING.

2"X6" WOOD STUDS @ 16" O.C. EXTEND TO UNDERSIDE OF ROOF TRUSSES (APPROX ±13'-9"). PROVIDE 12" OSB OR PLYWOOD SHEATHING WITH FRP (FIBERGLASS REINFORCED WALL PANELS) WALL FINISH EXTENDED TO 8'-0" A.F.F. TYPICAL FOR RESEARCH SIDES. PROVIDE 12" OSB OR PLYWOOD SHEATHING FULL HEIGHT WITH FRP FINISH EXTENDED TO 8'-0" A.F.F.

AND METAL SIDING ABOVE EXTENDED TO METAL CEILING.(WORK AREA SIDE).ROX ±13'-9"). PROVIDE 12" OSB OR PLYWOOD FULL HEIGHT SHEATHING WITH FRP (FIBERGLASS REINFORCED WALL PANELS) WALL FINISH EXTENDED TO 8'-0" AND METAL

SIDING ABOVE EXTENDED TO METAL CEILING.

2"X6" WOOD INFILL STUDS BETWEEN LAMINATED SUPPORT COLUMNS/POSTS @ 16" 0.C. FULL HEIGHT TO UNDERSIDE OF TRUSSES OR HEADER/TRUSS SEAT. WITH R-20 BATT INSULATION (FULL HGT.) PROVIDE 12" OSB OR PLYWOOD SHEATHING FULL HEIGHT WITH FRP (FIBERGLASS REINFORCED WALL PANELS) WALL FINISH EXTENDED TO 8'-0" A.F.F. TYPICAL FOR RESEARCH, BATH & MECHANICAL ROOM SIDES. PROVIDE 12" OSB OR PLYWOOD SHEATHING FULL HEIGHT WITH FRP FINISH EXTENDED TO 8'-0" A.F.F. AND METAL SIDING ABOVE EXTENDED TO METAL CEILING.(WORK AND SHOP AREA).

ADA COMPLIANT NOTES:

(NOTE#1)-APPROXIMATE

LOCATION OF BRAILLE EXIT

SIGNAGE MOUNTING HEIGHT TO

BE BETWEEN 48"-60". IN

ACCORDANCE WITH ICC/ANSI

A117.1-2017, CHAPTER 7.

NOTE #1 NOTE #1

NOTE #1

4" SCHEDULE 40 PVC DRAIN LEADER.

EXTEND APPROXIMATELY 50'-0" TO

DAYLIGHT AND DISCHARGE . COMPLETE

WITH RODENT SCREEN.

4" SCHEDULE 40 PVC DRAIN

LEADER. EXTEND AND TIE INTO

NEW SANITARY WASTE LINE. SEE

P-1 FOR DETAILS.

INTERIOR

CLEANOUT

LOCATION. SEE P-1

FOR DETAILS.

18" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 16" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR SINGLE POST PAD

LOCATIONS.

24" Ø FOUNDATION WITH POURED FOOTING

OR 6" THICK X 20" Ø PRECAST CONCRETE

POST PAD. TYPICAL FOR DOUBLE POST PAD

LOCATIONS.

SAW CUT CONTROL JOINTS

(TYPICAL).

2" THICK X 4'-0" R-10 RIGID

POLYSTYRENE INSULATION

TYPICAL SROUND ENTIRE

PERIMETER OF BUILDING.

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN.

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN.

SAW CUT CONTROL

JOINTS (TYPICAL).

SAW CUT CONTROL JOINTS

(TYPICAL).

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM.

SEE SPECIFICATIONS AND DETAIL.

ALIGN CONCRETE PAD

WITH FINISHED FLOOR

ELEVATION.

DOUBLE COMPARTMENT

SINK WITH DRAINBOARD.

SEE SPECIFICATIONS.

APPROXIMATE LOCATION OF NEW

PROPOSED NATURAL GAS

GENERATOR.

THRU WALL DRYER VENT LOCATION

ABOVE A.C.T. AND VENTED TO

OUTSIDE ABOVE FREEZER BY GENERAL

CONTRACTOR.

30" X 30" REMOVABLE METAL CEILING ATTIC

ACCESS PANEL WITH PLYWOOD BACKER,

PICTURE FRAME OPENING WITH "J" TRIM AND

PROVIDE INSULATION TO MATCH R-VALUES OF

CEILING. V.I.F. EXACT LOCATION.

NOTE:

DIMENSIONS ARE TO ROUGH FRAMING

NOTE:

DIMENSIONS ARE TO ROUGH FRAMING

EXTEND NEW DOWNSPOUT INTO BOOT

AND 6" SDR 35 RAINWATER LEADER.

EXTEND TO REAR OF BUILDING AS

INDICATEDAND COLLECT REAR

DOWNSPOUT.

EXTEND NEW DOWNSPOUT INTO BOOT AND 6"

SDR 35 RAINWATER LEADER. TIE INTO RAINWATER

LEADER FROM FRONT OF BUILDING AND EXTEND

APPROXIMATELY 25'-0" TO DAYLIGHT AND

DISCHARGE . COMPLETE WITH RODENT SCREEN.

E 1 8"

. M

E 1 8"

. M

ADJACENT TO NEW CONCRETE PAD/APRON PROVIDE 24" WIDE

SAWCUT JOINT AND REMOVAL OF EXISTING PAVING AS

INDICATED. PROVIDE PAVING PATCH AS REQUIRED COMPLETE

WITH HOT ASPHALT PATCH JOINT AT TRANSITION BETWEEN NEW

AND EXISTING PAVING. SLOPE OF NEW PATCH PAVING TO

BLEND WITH NEW CONCRETE AND EXISTING PAVINGELEVATIONS.

LINE OF EXISTING PAVING AND

STONE PAD AREA INDICATED.

LINE OF EXISTING PAVING AND

GRASS YARD AREA.

PROVIDE HOT ASPHALT PATCH

JOINT BETWEEN NEW AND

EXISTING PAVING.

ADJACENT TO NEW ACCESSIBLE PARKING SPACE

PAVING PROVIDE 24" WIDE SAWCUT JOINT AND

REMOVAL OF EXISTING PAVING AS INDICATED.

PROVIDE PAVING PATCH AS REQUIRED COMPLETE

WITH HOT ASPHALT PATCH JOINT AT TRANSITION

BETWEEN NEW AND EXISTING PAVING. SLOPE OF

NEW PATCH PAVING TO BLEND WITH NEW AND

EXISTING PAVING ELEVATIONS.

ADJACENT TO NEW ACCESSIBLE PARKING SPACE

PAVING PROVIDE 24" WIDE SAWCUT JOINT AND

REMOVAL OF EXISTING PAVING AS INDICATED.

PROVIDE PAVING PATCH AS REQUIRED COMPLETE

WITH HOT ASPHALT PATCH JOINT AT TRANSITION

BETWEEN NEW AND EXISTING PAVING. SLOPE OF

NEW PATCH PAVING TO BLEND WITH NEW AND

EXISTING PAVING ELEVATIONS.

PROVIDE HOT ASPHALT PATCH

JOINT BETWEEN NEW AND

EXISTING PAVING.

MILLWORK. SEE INTERIOR

ELEVATIONS FOR DETAILS.

24" Ø FOUNDATION WITH POURED FOOTING OR 6"

THICK X 20" Ø PRECAST CONCRETE POST PAD.

TYPICAL FOR DOUBLE POST PAD LOCATIONS.

ISOLATION JOINT

TYPICAL AROUND

TRENCH DRAIN.

POLYCAST PREFABRICATED

MODULAR PRE-SLOPED TRENCH

DRAIN SYSTEM. SEE

SPECIFICATIONS AND DETAIL.

2'-0"

18" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 16" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR SINGLE POST PAD

LOCATIONS.

6 6

A-5

A C

A-5 D

A-4

A-3

16'-4"

'-0

11'-0" 5'-0"

4" PAINTED WHITE

LINE(S) TYPICAL.

INTERNATIONAL SYMBOL OF

ACCESSIBILITY (WHITE SYMBOL AND

BLUE BACKGROUND) SEE ENLARGED

SYMBOL DETAIL.

4" PAINTED WHITE

DIAGONAL LINES.

13'-0"

STOR.

ALUM. WRAPPED

HEADER @ 8'-0"

A.F.F. SEE DETAIL.

A-4

1' -6

SLOPE

4" : 12" MIN.

SLOPE

4" : 12" MIN.

5' -0

SLOPE 18" PER FT. MIN.

E 1 8"

. M

1 4" : 1

MIN.

SLOPE

4 " : 12" MIN.

BLOCK RETAINING WALL. SEE SECTION

FOR DETAILS AND VERIFY EXACT

GRADES AND HEIGHTS IN FIELD.

ELEC.

PANEL

SP-2

APPROXIMATE LOCATION OF

UNDERGROUND UTILITY VAULT. TOP OF

VAULT TO BE FLUSH WITH NEW

CONCRETE SLAB. PART OF ELECTRICAL

CONTRACT.

DISCONNECT

PENNSYLVANIA GAME COMMISSION

BERKS COUNTY

SERO-23-01PROJECT NO.

DATE:

SHEET NO.

MAIDENCREEK TOWNSHIP SOUTHEAST REGIONAL OFFICE

REVISIONS

NEW 40' x 80' STORAGE BUILDING

DRAWN BY:

2/12/2024

M. SPOTTS

BUILDING FLOOR PLAN

A-1

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MATERIAL

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PRODUCT

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TRADENAME

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MODELNUMBER

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

DOOR SCHEDULE

3'-0'' 7'-0'' 1-3/4''

TYPE 1

LHR3 2

DOOR SCHEDULE NOTES:

1) ALL CORES TO BE BEST CORMAX, 7 PIN COMPATIBLE.

2) SEE PROJECT SPECIFICATIONS FOR DOOR FRAMES & DOOR

HARDWARE REQUIRED.

N.T.S.

INSULATED CORE W/ GLASS, PANIC EXIT DEVICE, CLOSER

O.H.

TYPE 2 TYPE 3 TYPE 4

3'-6'' 7'-0'' 1-3/4'' RH1 1

3'-0'' 7'-0'' 1-3/4'' RH 1

3'-0'' 7'-0'' 1-3/4'' RH1 2

NON-INSULATED W/GLASS & PASSAGE SET

WINDOW SCHEDULE

A VINYL1 WHITE

N.T.S.

WINDOW SCHEDULE NOTES:

1)ALL WINDOWS TO BE COMPLETE WITH CLEAR LOW E GLASS W/ ARGON, INSECT

SCREENS, GRILLES BETWEEN GLASS AND INTEGRAL "J" CHANNEL TRIM.

2)EXTERIOR AND INTERIOR WINDOW COLOR TO BE WHITE.

3)SEE SPECIFICATIONS FOR ADDITIONAL WINDOW INFORMATION.

4) WINDOW ADJACENT TO THE RESEARCH EXTERIOR DOOR LEADING TO THE FRONT

OF THE BUILDING TO HAVE SAFETY GLAZING IN ACCORDANCE WITH 2018 IBC,

SECTION 2406.4.2. (GLAZING ADJACENT TO DOORS.)

TYPE 1

MARK TYPE WIDTH HGT. THK. HAND QTY. REMARKS

MARK TYPE MANUFACTURER

2'-6" x 3'-0"

ROUGH OPENING COLOR QTY.

REMARKS

C 2 NON-INSULATED W/ PRIVACY SET

INSULATED CORE W/ GLASS, PANIC EXIT DEVICE, CLOSER

4 3'-0'' 7'-0'' 1-3/4'' LHR 1 NON-INSULATED W/GLASS, VENT & PASSAGE SET

SEE NOTE #4 BELOW FOR SAFETY GLAZING

A2 3'-6'' 7'-0'' 1-3/4'' RHR1 1 INSULATED CORE W/ GLASS, PANIC EXIT DEVICE, CLOSER

4 3'-0'' 7'-0'' 1-3/4'' RHR 1 NON-INSULATED W/GLASS, VENT & PASSAGE SETE2

O.H.F

12'-0'' 12'-0'' 3SEE SPECIFICATIONS INSULATED SECTIONAL OVERHEAD DOOR

14'-0'' 12'-0'' 1SEE SPECIFICATIONS INSULATED SECTIONAL OVERHEAD DOOR

2'X4' A.C.T. @ 8'-0" A.F.F.

R/A S/A

S/A

2'X4' LED

LIGHT FIXTURE

2'X4' LED

LIGHT FIXTURE

S/A

DUCT

R/A

DUCT

S/A

2'X4' LED

LIGHT FIXTURE

REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"

MECHANICAL

RESEARCH

S/A

2'X2' LED

LIGHT

FIXTURE

EXHAUST

FAN

2'X2' LED

LIGHT

FIXTURE

2'X4' LED

LIGHT FIXTURE

2'X4' A.C.T. @ 8'-0" A.F.F.

R/A

FRONT ELEVATION

green green tan

12'-0" WIDE X12'-0" HIGH

GARAGE DOOR. TYPICAL (3)

(WHITE)

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

3'-0" X 7'-0" EXTERIOR DOOR.

(PAINTED WHITE)

14'-0" WIDE X12'-0" HIGH

GARAGE DOOR. (WHITE)

SCALE: 1/8" = 1'-0"

4' -0

FUTURE WALK-IN COOLER

SHOWN DOTTED.

ALUMINUM WRAPPED BOX BEAM

TYPICAL AT CANOPY AREA. (GREEN)

PRESSURE TREATED LAMINATED SUPPORT

POSTS FOR CANOPY SECTION OF BUILDING.

RIBBED METAL ROOFING.

SNOW GUARDS STAGGERED.

(GREEN)

RIDGE VENT/CAP INTEGRAL WITH

METAL ROOFING. (GREEN)

RIBBED METAL SIDING

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN).

CONCRETE PAD AND

RETAINING WALL SHOWN

BEYOND.

tan

RIGHT ELEVATION

SCALE: 1/8" = 1'-0"

tan green

3'-6" X 7'-0" EXTERIOR DOOR.

(PAINTED WHITE)

FUTURE WALK-IN FREEZER(S)

SHOWN DOTTED.

ALUMINUM WRAPPED BOX

BEAM TYPICAL AT CANOPY

AREA. (GREEN)FUTURE WALK-IN COOLER

SHOWN DOTTED.

CONNECT DOWNSPOUT INTO

RAINWATER BOOT & LEADER.

CONNECT DOWNSPOUT

INTO RAINWATER BOOT

& LEADER.

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL.

CONNECT DOWNSPOUT INTO

RAINWATER BOOT & LEADER.

4'-0"

TYPICAL

1'-0

OVERHANG

GABLE ENDS

PRE-ENGINEERED

ROOF TRUSS.

2"X6" TIE-BLOCKING AT EACH

TRUSS OR HURRICANE TIE-DOWN

ANCHOR H25A

2" X 4" HORIZONTAL GIRTS.

3-PLY 2"X6" LAMINATED POST.

3-PLY 2"X6" LAMINATED

CORNER POST.

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST).

PRE-ENGINEERED GABLE END ROOF

TRUSS. PROVIDE ADDITIONAL NAILERS

AS REQUIRED.

2"X6" FASCIA BOARD.

2"X4" PURLINS @ 24" O.C.

2"X6" BOTTOM PURLIN.

2"X6" TOP PURLIN.

2"X4" RAKE BOARD

2"X4" BRACING AS REQUIRED AND RECOMMENDED BY

TRUSS SUPPLIER/MANUFACTURER.

SCALE: 1" = 1'-0"

TYPICAL ROOF FRAMING/BRACING DETAIL

SCALE: 1" = 1'-0"

GARAGE DOOR FRAMING DETAIL

2"X12" TRUSS SEAT (EACH

SIDE OF POST).

2"X10" HEADER (EACH SIDE

OF POST).

3-PLY 2"X6" LAMINATED POST

BLOCKING. (3) EQUAL SPACED

OVER GARAGE DOOR OPENING.

2"X BLOCKING OR SHEATHING AS

REQUIRED FOR GARAGE DOOR

FRAMING OPENING.

3-PLY 2"X6" LAMINATED POST .

2" X 4" HORIZONTAL GIRTS

BEYOND.

2" X 10" WOOD FRAMING

FOR MOUNTING SUPPORT.

2"X6" VERTICAL WOOD FRAMING FOR

TRACK MOUNTING/SUPPORT

NOTE:

PROVIDE R-20 BATT INSULATION

BETWEEN HEADERS IN HEATED BAYS.

(4) 516" X 4" GRK RSS SCREWS

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

(2) 516" X 4" GRK RSS SCREWS

(2) 4" STRONG DRIVE SDWS TIMBER SCREWS

(4) 516" X 4" GRK RSS SCREWS

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

REAR ELEVATION

green green

SCALE: 1/8" = 1'-0"

FUTURE WALK-IN FREEZER

SHOWN DOTTED.

ALUMINUM WRAPPED BOX BEAM

TYPICAL AT CANOPY AREA. (GREEN)

PRESSURE TREATED LAMINATED

SUPPORT POSTS FOR CANOPY

SECTION OF BUILDING.

RIBBED METAL ROOFING.

SNOW GUARDS STAGGERED.

(GREEN)

RIDGE VENT/CAP INTEGRAL WITH

METAL ROOFING. (GREEN)

RIBBED METAL SIDING

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN).

PRE-FABRICATED CONCRETE

SPLASH BLOCKS. (TYP.)

CONNECT DOWNSPOUT INTO

RAINWATER BOOT & LEADER.

PROPOSED NEW HVAC

CONDENSER UNIT.

PROPOSED NEW HVAC

CONDENSER UNIT.

NATURAL GAS POWERED

GENERATOR.

LEFT ELEVATION

SCALE: 1/8" = 1'-0"

ALUMINUM WRAPPED BOX

BEAM TYPICAL AT CANOPY

AREA. (GREEN)

RIBBED METAL SIDING

PRE-FABRICATED CONCRETE

SPLASH BLOCKS. (TYP.)

PROPOSED NEW HVAC

CONDENSER UNIT.

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL.

BLOCK RETAINING WALL

COMPLETE WITH CAP.

green tan

BLOCK RETAINING WALL

COMPLETE WITH CAP.

TYPICAL SECTION

SCALE: 1/8" = 1'-0"

'-9

. F

M T

2' -0

-0

2' -0

-0

2' -0

-0

1' -9

2'-0"

OVERHANG TYPICAL

FOR EAVES AND GABLE END

POST 3-PLY LAMINATED

2"x6"x18'-0" (TYPICAL).

SPREAD WEB TRUSS DESIGN FOR 8"

ENERGY HEEL. TRUSSES DESIGNATED FOR

42.5LBS/S.F. GROUND SNOW LOAD (SNOW

LOAD FACTOR.7) SPACED @ 4'-0" O.C.

POST 3-PLY LAMINATED

2"x6"x22'-0".

POST 3-PLY LAMINATED

2"x6"x24'-0".

FRAME STRUCTURE DESIGNED

FOR 25LBS/SF WIND LOAD.

2"x6" HORIZONTAL GIRT FOR

SIDING TRANSITION.

PENNSYLVANIA GAME COMMISSION

BERKS COUNTY

SERO-23-01PROJECT NO.

DATE:

SHEET NO.

MAIDENCREEK TOWNSHIP SOUTHEAST REGIONAL OFFICE

REVISIONS

NEW 40' x 80' STORAGE BUILDING

DRAWN BY:

2/12/2024

M. SPOTTS

ELEVATIONS, SECTIONS, SCHEDULES & REFLECTED CEILING PLAN

A-2

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

POLYETHYLENE VAPOR BARRIER OVER 4"

4' -0

W B

M O

1'-6"

6" X 16"Ø PRE-FAB CONCRETE POST FOOTING.

6" 6"

NOTE:

PROVIDE 6" X 20" Ø PRE-FAB CONCRETE

POST FOOTING WITH 24" Ø EXCAVATED POST

HOLE. WHERE PLAN INDICATED DOUBLE POST

LOCATION(S)

TAMPED EARTH BACKFILL AROUND POSTS.

CONCRETE BACKFILL AROUND POSTS

2" REBAR UPLIFT ANCHOR.

6" 2"

2" THICK R-10 EXTRUDED POLYSTYRENE

EXTEND 4'-0" HORIZONTALLY AROUND

ENTIRE PERIMETER.

3-PLY 2"X6" LAMINATED POST

20'-0" HIGH.

COMPACTED GRAVEL 5'-0" MIN. TYPICAL

AROUND ENTIRE PERIMETER OF

STRUCTURE.

SLOPE

'-9

" WORK AREA

WALL SECTION DETAIL

SCALE: 1" = 1'-0"

A-3

TRUSS DRAWING IS DEFERRED.

NOTE: DESIGN LOADING (PSF)

TCLL 30

SNOW 29.75/42

TCDL 5.0

BCLL 0.0

BCDL 10.0

SPACING 4-0-0

2'-0"

OVERHANG

EAVES

SEEMLESS ALUM. GUTTER

OVER METAL CLAD 2"x6"

FASCIA BOARD. (GREEN)

3-PLY 2"X6" LAMINATED POST

24'-0" HIGH.

29 GAUGE STEEL FULLY

VENTED SOFFIT (GREEN).

"J" CHANNEL TRIM PIECES.

DRIP EDGE.

2"X6" BOTTOM PURLIN.

BASE ANGLE "RAT GUARD" METAL TRIM

PIECE.

RIBBED METAL SIDING OVER R-10 PRODEX

INSULATION OVER 2"X4" HORIZONTAL

GIRTS.(BEIGE/BROWN)

4' -0

Z-FLASHING INSTALLED BETWEEN DIFFERENT

COLORED METAL SIDING. (BEIGE/BROWN)

26 GAUGE METAL ROOFING OVER PRODEX

INSULATION OVER 2"X4" PURLINS SPACED @

24" O.C.(GREEN)

2"X4" BRACING AS REQUIRED AND

RECOMMENDED BY TRUSS

SUPPLIER/MANUFACTURER.

PRE-ENGINEERED ROOF TRUSSES

SPACED @ 4'-0" O.C.

2" DRYWALL, OSB OR PLYWOOD

(DRAFTSTOPPING). SEE UNHEATED

WALL DETAIL FOR ADDITIONAL

INFORAMTION.

NOTE:

TRUSS DESIGNED W/ 8" ENERGY HEEL. DESIGN

INFORMATION TO BE DEFERRED.

6" (PENNDOT CLASS AA 3500) CONCRETE SLAB WITH

FIBER REINFORCEMENT OVER 6 MIL. POLYETHYLENE VAPOR

BARRIER OVER 4" MIN. THK. 2A MODIFIED SUB BASE.

RIBBED METAL SIDING ON 2"X6" WOOD STUD WALL @

16" O.C. WITH R-20 FIBERGLASS BATT INSULATION.

COMPLETE WITH "J" CHANNEL TRIM.

RIBBED METAL CEILING ON 2"X4" NAILERS @ 24" O.C.

SECURED TO UNDERSIDE OF TRUSSES.

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS.(GREEN). EXTEND

TO Z FLASHING @ 4'-0" ABOVE SLAB.

2"X6" HORIZONTAL PURLIN CONTINUOUS AROUND

ENTIRE PERIMETER OF STRUCTURE AT TRANSITION

BETWEEN DIFFERENT COLOR SIDING AS REQUIRED

FOR INSTALLATION OF FLASHING/TRIM.

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST).

(4) 516" X 4" GRK RSS SCREWS

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

FRP WALL FINISH (EXTENDED TO 8'-0" A.F.F.)

OVER 12" OSB OR PLYWOOD.ON 2"x6" WOOD STUD

WALL @ 16" O.C. WITH R-20 FIBERGLASS BATT

INSULATION. COMPLETE WITH "J" CHANNEL TRIM.

WRAP TRUSS SEAT WITH ALUMINUM FASCIA. COLOR

TO MATCH METAL SIDING AND CEILING.

2"X6" PRESSURE TREATED SILL PLATE SILL SEALER. SECURE INTO

CONCRETE SLAB AS REQUIRED.

4" FRP BASE MOLDING. (BLACK)

2"X6" TOP PLATE SECURED AS REQUIRED.

3-PLY 2"X6" LAMINATED POST

26'-0" HIGH.

2"X6" TOP RIDGE PURLIN.

VENTED METAL RIDGE CAP.

INSULATION BAFFLE SECURED

TO PURLINS

2"X8" PRESSURE TREATED SPLASH BOARD.

TYPICAL AROUND ENTIRE PERIMETER. INSTALL

2" EXTRUDED POLYSTYRENE TYPICAL AROUND

PERIMETER ADJACENT TO SPLASH BOARD.

SLOPE

MIN.

4" M

ISOLATION JOINT WITH 12"

EXPANSION JOINT MATERIAL.

SLOPE 6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

DAO633 INSTALLATION

CHAIR COMPLETE WITH

#4 REBARS FOR

SUPPORT.

POURED CONCRETE AROUND TRENCH DRAIN

SYSTEM (PENNDOT CLASS AA 3500).

600 SERIES POLYCAST

PRE-SLOPED TRENCH

DRAIN SYSTEM.

TRENCH DRAIN COMPLETE WITH

DURAGUARD FRAME AND GRATE HOLD

DOWN DEVICE. SEE SPECIFICATIONS.

TRENCH DRAIN DETAIL

SCALE: 1" = 1'-0"

SIKAFLEX SELF LEVELING POLYURETHANE

SEALANT. (GRAY).

SCALE: 3" = 1'-0"

DETAIL AT POSTS

2" EXPANSION JOINT MATERIAL.

TYPICAL AROUND ENTIRE

PERIMETER AND POST(S)

3-PLY 2"X6" LAMINATED POSTS W/

BOTTOM 5'-0" CONSTRUCTED FROM

PRESSURE TREATED WOOD.

6" THICK POURED CONCRETE

BUILDING/CANOPY SLAB.

NOTE:

TYPICAL AT ALL POST LOCATIONS IN

BUILDING AND CANOPY AREAS.

DETAIL @ CONCRETE SIDEWALK

SCALE: 1" = 1'-0"

6" 2"

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS.

3-PLY 2"X6" LAMINATED POST .

2"X8" PRESSURE TREATED SPLASH BOARD.

TYPICAL AROUND ENTIRE PERIMETER.

METAL BASE TRIM OVER 2"X6" PRESSURE TREATED

SPACER. TYPICAL AT ALL LOCATIONS WHERE

CONCRETE ABUTS BUILDING.

6" CLASS AA CONCRETE APRON OVER

4" MIN. 2A MODIFIED BASE.

BOLLARD DETAIL

SCALE: 1" = 1'-0"

11 2"

6" 2"

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS.

3-PLY 2"X6" LAMINATED POST .

6" CLASS AA CONCRETE APRON OVER

4" MIN. 2A MODIFIED BASE.

2' -0

-0

3' -0

1'-3"

6" Ø SCHEDULE 40 STEEL PIPE BOLLARD

WITH CONCRETE FILL. (PAINTED, YELLOW)

CONCRETE BOLLARD

FOOTING/BASE.

SLOPE CONCRETE AROUND BASE OF

COLUMN AS REQUIRED FOR RUNOFF.

2" EXPANSION JOINT

MATERIAL.

O.H. DOOR SILL AND JAMB DETAIL

SCALE: 1" = 1'-0"

A-3

1 2"11 2"

6" 2"

WEATHERSTRIPPING

ALUMINUM METAL CLAD TRIM. (WHITE) TYPICAL AT

ALL JAMB AND HEAD OF OVERHEAD DOORS.

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS.

3-PLY 2"X6" LAMINATED POST .

2"X8" PRESSURE TREATED SPLASH BOARD.

TYPICAL AROUND ENTIRE PERIMETER.

METAL BASE TRIM OVER 2"X4" PRESSURE TREATED

SPACER. TYPICAL AT ALL LOCATIONS WHERE

CONCRETE ABUTS BUILDING.

6" CLASS AA CONCRETE APRON OVER

4" MIN. 2A MODIFIED BASE.

2" THICK R-10 EXTRUDED

POLYSTYRENE EXTEND 4'-0"

HORIZONTALLY AROUND

ENTIRE PERIMETER.

OVERHEAD INSULATED

DOOR AND STEEL TRACK.

2" EXPANSION

JOINT MATERIAL.

1'-2"

MIN.

SLOPE 14" :12" MIN.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

SLOPE 14" :12" MIN.

2'-0"

SAWCUT PORTION

EXISTING PAVING. PROVIDE SAWCUT

AS INDICATED.

PROVIDE HOT ASPHALT JOINT SEALER

AT TRANSITION BETWEEN EXISTING

AND NEW PAVING PATCH.

ASPHALT PAVING PATCH TO MATCH EISTING PAVING

CONSISTING OF MIN. 11

2" SUPERPAVE WEARING COURSE

OVER 2 12" SUPERPAVE BINDER COURSE OVER 8" MIN.

THK. 2A MODIFIED SUB BASE.

2'-0"

SAWCUT PORTIONEXISTING PAVING. PROVIDE SAWCUT

AS INDICATED.

PROVIDE HOT ASPHALT JOINT SEALER

AT TRANSITION BETWEEN EXISTING

AND NEW PAVING PATCH.

ASPHALT PAVING PATCH TO MATCH EISTING PAVING

CONSISTING OF MIN. 11

2" SUPERPAVE WEARING COURSE

OVER 2 12" SUPERPAVE BINDER COURSE OVER 8" MIN.

THK. 2A MODIFIED SUB BASE.

2'-0"

SAWCUT PORTION

EXISTING PAVING. PROVIDE SAWCUT

AS INDICATED.

PROVIDE HOT ASPHALT JOINT SEALER

AT TRANSITION BETWEEN EXISTING

AND NEW PAVING PATCH.

ASPHALT PAVING PATCH TO MATCH EISTING PAVING

CONSISTING OF MIN. 11

2" SUPERPAVE WEARING COURSE

OVER 2 12" SUPERPAVE BINDER COURSE OVER 8" MIN.

THK. 2A MODIFIED SUB BASE.

WALL SECTION & DETAILS

A-3

PENNSYLVANIA GAME COMMISSION

BERKS COUNTY

SERO-23-01PROJECT NO.

DATE:

SHEET NO.

MAIDENCREEK TOWNSHIP SOUTHEAST REGIONAL OFFICE

REVISIONS

NEW 40' x 80' STORAGE BUILDING

DRAWN BY:

2/12/2024

M. SPOTTS

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

512"

TYP.

11 2"

1' -3

" 63 4"

PROVIDE 12" EXP. JOINT MATERIAL BETWEEN

SLAB AND APRON. PIN TOGETHER WITH (3) #4

REBARS 12" LONG EQUAL. SPACED.( TYPICAL

AT ENTRY DOOR LOCATIONS)

OVERHEAD GARAGE DOOR AND

TRACK ASSEMBLY MOUNTED TO 2" X

FRAMING AS REQUIRED. PROVIDE

(WHITE) ALUMINIUM CLAD WRAP

AROUND ENTIRE 2" X EXPSORD

FRAMING/BLOCKING/ TYPICAL FOR

ALL OVERHEAD DOORS.

6" Ø SCHEDULE 40 STEEL PIPE

BOLLARD WITH CONCRETE FILL.

RIBBED METAL SIDING OVER PRODEX

INSULATION OVER 2"X4" HORIZONTAL GIRTS.

ALIGN CONCRETE APRON WITH FINISHED

FLOOR ELEVATION AT ENTRY DOOR

LOCATIONS. (TYPICAL FOR 2).

6" THK. POURED CONCRETE APRON/

ACCESSIBLE DOOR APPROACH LANDING.

BLEND CONCRETE TRANSITION AS REQUIRED. INSULATED ENTRY DOOR WITH

HOLLOW METAL FRAME, ALUMINUM

THRESHOLD AND BRUSH SEAL.

FRP OVER 12" OSB OR PLYWOOD ON 2"x 6"

INFILL WOOD STUDS @ 16" O.C. WITH R-20

BATT INSULATION.

SCALE: 1/2" = 1'-0"

DETAIL AT ENTRY DOOR

1'-6"

MIN.

FRP OVER 12" OSB OR

PLYWOOD ON 2"x6" WOOD

STUDS @ 16" O.C. WITH

R-20 BATT INSULATION.

1'-6"

MIN.

5' -0

(LA

-P

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File details come from the government source that posted it. Updated Apr 29, 2024.